257878-CIVIL_drawing.pdf

1 T - 1 1 OF 1 TITLE SHEET

CIVIL

T-1

TITLE SHEET

A

B C D

E F G H

SCHEDULE OF DRAWINGS

RING NO. RING NO.DWG. NO. DWG. NO.SHT. NO. SHT. NO.DESCRIPTION OF DRAWINGS DESCRIPTION OF DRAWINGSREF. NO. REF. NO.REVISION STATUS REVISION STATUS

SYMBOL BY

DESIGNED BY

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENERGY MANAGER

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

ENVIRONMENT

FORCE PROTECTION

CHOE, S M. STORY LFC, KOREA

LOCATION PLAN, GENERAL NOTES AND VICINITY MAP

INDEX PLAN, SPECIFIC NOTES AND SCOPE OF WORK

SITE LAYOUT PLAN - 1

SITE LAYOUT PLAN - 2

SITE LAYOUT PLAN - 3

PROFILE - 1

PROFILE - 2

SECTIONS - 1

SECTIONS - 2

STORY LFC, KOREA

FEWR NO. 257878

257878

GREEN SLOPE PROTECTION DETAIL

SITE LAYOUT PLAN - 4

PROFILE - 3

SECTIONS - 3

SECTIONS - 4

MISC. DETAILS - 1

MISC. DETAILS - 2

REPAIR CG MANEUVER TRAIL ON SLFC

REPAIR CG MANEUVER TRAIL ON SLFC

SITE LAYOUT PLAN - 5

PROFILE - 4

SECTIONS - 5

19 OF 19C - 19

C - 18

C - 17

C - 16

C - 15

C - 14

C - 13

C - 12

C - 11

C - 10

C - 9

C - 8

C - 7

C - 6

C - 5

C - 4

C - 3

C - 2

C - 1

35.3

36.9

10.7

11.2

11.6

17.1

20.2

25.1

24.2

32.1

35.1

37.7

44.6

46.2

50.9

50.5

50.4

43.2

46.3

45.2

52.2

53.9

54.6 56.4

53.4

58.9

60.3

60.8

58.4

54.2

60.1

60.6

60.6

60.9

58.7

60.9

58.7

60.3

57.2

58.5

60.1

65.5

65.5

63.3

66.5

71.1

63.5

62.7

63.8

65.3

69.6

67.1

66.9

66.5

69.1

69.1

68.7

66.9

68.5

62.4

62.7

62.9

70.4

70.2

68.9

64.8

64.5

62.8

66.5

68.8

69.7

65.5

69.1

73.4

71.3

73.3

75.1

78.9

72.9

72.1

74.8

78.1

78.6

75.9

80.4

78.3

74.6

75.8

72.9

72.7

75.3

78.9

83.1

90.4

81.3 81.5

83.7 89.1

86.5

88.2

90.1

80.7

82.5

81.1

86.3

90.7

90.6

93.2

91.4

97.3

97.8

92.4

93.6

92.7

94.2

96.4

95.3

100.9

103.6

110.9

122.9

12.6

13.1

12.6

16.1

16.6

14.6

15.6

16.6

19.3

20.4

18.6

19.3

15.2

17.2

26.9

24.4

26.9

27.2

35.1

38.7

32.9

40.7

38.3 39.7

40.7

37.6

41.1

34.6

37.6

41.2

38.4

38.6

28.2

32.8

36.9

42.7

47.5

51.6

51.5

52.5

38.2

54.7

42.8

44.1

42.9

45.1

46.7

50.8

47.4

47.3

48.8

49.6

50.1

45.1

51.3

45.1

46.1

50.3

47.8

42.7

43.5

50.3

50.6

49.3

53.3

57.1

57.5

56.4

55.8

57.5

57.1

57.2

56.7

60.7

54.9

52.6

52.9

53.4

58.5

61.2

59.7

55.1

56.7

57.4

60.6

58.7

46.3

49.5

61.5

63.1

62.3

69.2

65.3

61.6

62.1

62.8

70.8

68.1

68.8

68.8

69.1

69.3

62.9

62.9

63.5 67.5

68.7

66.6

67.9

71.1

66.5

71.1

73.4

75.7

72.1

75.5

72.1

73.3

72.4

74.9

80.3

78.9

80.4

76.1

77.8

78.8

73.2

73.4

72.8 75.3

72.4

72.2

73.2

75.4

75.1

71.4

72.4

71.8

77.7

77.9

77.3

76.8

79.3

80.6

62.2

66.2

67.5

70.7

66.1

70.4

68.8

70.1

72.2

72.8

72.9 76.9

86.2

82.7

82.3

81.7

82.9

80.8

81.6

84.4

83.7

85.7

87.2

85.9

89.1

89.5

86.3

85.6

95.4

104.9

57.1

22.3

18.5

26.9

20.4

18.3

27.1

28.6 20.9

28.8

19.2

16.4

24.2

28.5

14.8

18.4

14.2

11.9

42.8

72.7

56.1

60.3

60.4

54.1

49.1

44.5

42.6 28.8

63.1 39.2

43.1

50.6

64.6

70.5

65.7

70.9

91.2

88.3

94.9

86.9

80.3

83.8

42.1

61.4

60.5

31.5

58.4

51.8

57.5 53.5 58.5

32.5

29.8

28.1

40.3

35.9

53.5

50.9

53.7

8.2

7.2

8.2

6.8

10.3

15.5

12.3

11.6

10.7

10.7

10.9

10.4

16.3

53.2

42.9

59.5

55.7

90.9

84.1

99.6

86.6

72.6

77.8

71.2

73.4

68.8

72.9

72.5

72.5

72.7 68.8

72.4

70.4

67.6

44.4

33.2

39.2

35.4 27.5

33.2

6.2

6.1

13.6

10.3

10.3

10.6

10.5

10.7

10.9

10.6

9.5

8.4

12.5

10.9

15.2

25.1

18.7

13.2

13.3

10.1

67.7

73.7

74.9

80.3

100.2

96.1

86.7

84.9

82.8

63.5

55.7

55.8

46.8

62.4

62.7

73.3 64.9

63.3

60.2

45.5

57.1

13.2

81.4

83.5

64.9

57.1

70.961.3

20.3

37.3

44.6

40.8

36.6

50.6

34.9

18.7

73.2

73.7

70.9

64.4

77.1

79.6

66.6

75.7

73.6

72.7

64.7

72.9

58.2

50.9

101.6

91.4

97.2

93.4

96.8

91.2

74.3

71.1

63.4

69.8

65.3

75.873.2

52.7

55.6

33.6

24.4

19.2

45.7

43.8

41.5

47.8

45.1

49.1

45.4

50.2

10.9

8.6

18.7

24.1

36.3

89.3 91.8

60.8

65.1

62.6

61.8

63.2

52.2

56.8

39.8

53.3

59.1

59.1

58.3

45.5

59.5

45.2

43.1

59.1

70.9

84.6 80.4

90.9

84.3

96.6

87.3

80.9

80.9 73.3

78.9

80.9

58.6

50.8

44.6

42.9

41.3

43.7

57.8

55.9

89.3

89.6

88.8

93.4

83.5

90.9

83.8

89.9

90.7

56.5

28.6

24.2

14.5

16.9

70.5

54.3

51.0

55.1

50.4

41.3

49.7

49.5

37.7

44.3

55.7

28.9

44.9

52.750.9

32.4

42.2

11.5

13.6

43.4

20.8

16.9

10.5

4.6

4.5

22.7

23.0

21.8

21.2

47.3

45.4

50.7

65.5

15.2

27.2

7.1

70.8

76.6

64.9

47.1

87.0

27.9

11.0

51.1

42.9

17.0

M

M

M

M

M

M

M

M

M

M

M

PANMUNJOM JSA

SWISS SWED CAMP

DMZ SOUTH HALF(GPO)

LIBERTY BELL

CP BONIFAS

FREEDOM BRIDGE

CP GREAVES

CP GARRY OWEN NORTH

CP GIANT

CHARLIE BLOCK

(H-112)

CP STANTON

CP HOWZE

SQD AREA ALPHA

KB-T-26

AIRMOBILE AREA BRAVOKB-T-26

KB-T-26

(HAN ESTUARY)

NEUTRAL ZONE

MUNSAN

KB-T-26

KB-T-26

KB-336

KB-T-26

RANGE

KANSAS

KB-350

PALMER RANGE

CAV-T-16

RANGE

OKLAHOMA

KB-351

KB-336

KB-318

CAV-T-16

ORT & FTX AREAHEAD

DRAGON

CAV-T-16

NORTH

AREA

SQD PLT

SOUTH

AREA

SQD PLT

CAV-T-16

KB-T-26

DAGMAR AREA

CAV-T-16

STORY IMPACT

KB-333

CAV 303

BULL'S EYE #2

PAPYONGSAN ATC

WGS-84

MDL

M D L

KB-312

N O

R T

H E

R N

B O

U N

D A

R Y

O F

M I L I T

A R

Y

S O

U T

H E

R N

B O

U N

D A

Y

D E

M I L I T

A R I Z E

D

D E

M A

R C

A T I

O N

L I

N E

CHOPYONG-DO

PAJU

CP EDWARDS

KUMCHON

CHANGPA-RI

POPWON

TAESONG-DONG

Z O

N E

D E

M I L I T

A R I Z E

D Z

O N E

VICINITY MAP

N0T TO SCALE

WARRIOR BASE

N

RANGE

STORY

I M J I

N

V E

R

IMJIN RIVER

HAN

RI

VE

R

H A

N

R I

V E R

CIVIL

CHOE, S M.

AS SHOWN

- 1

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

LOCATION PLAN

SCALE = 1 : 10,000

1:10,000

0 1,000M750500250

PROJECT SITE

N

STORY LFC, KOREA

GENERAL NOTES :

SUBMISSION OF CONTRACT PROPOSAL.

DIMENSIONS AT THE PROJECT SITE ORIENTATION PRIOR TO

1. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND

PRIOR TO COMMENCING WORK ON THE PROJECT.

INDICATED BY THE COR AND SHALL BE APPROVED BY THE COR

UNDETAILED PORTION OF THE JOB INCLUDING OTHER AREAS

2. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR ANY

EXPENSE TO THE SATISFACTION OF THE CONTRACTING OFFICER.

DISMANTLING, DEMOLISHING, OR REMOVING AT THE CONTRACTOR'S

TO THEIR ORIGINAL CONDITIONS OF THE ITEMS DAMAGED BY

3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR/RESTORATION

COVERED WITH TOP SOIL AND SOLID SODDED.

4. ALL UNPAVED AREAS WITHIN THE GRADING LIMIT LINES SHALL BE

AND VICINITY MAP

LOCATION PLAN, GENERAL NOTES

C-1

257878

86.2

�209�

REPRESENTATIVE.

A CLEAN CONDITION ACCEPTABLE TO THE OWNER OR OWNER'S

MATERIALS, EQUIPMENT AND DEBRIS AND LEAVE THE PREMISES IN

ALL TIMES AND AT COMPLETION OF WORK, REMOVE ALL SURPLUS

8. THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA CLEAN AT

ITEMS WHICH WILL INTERFERE WITH THE CONSTRUCTION OPERATIONS.

UNDER GROUND ROCK BASE, EXISTING UTILITY LINES, AND OTHER

CLEARED/REROUTED OF ALL NATURAL OBSTRUCTIONS, SUCH AS

5. THE SITE INDICATED ON THE DRAWINGS SHALL BE GRADED AND

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

ADDITIONAL COST.

EXISTING SITE CONDITIONS PRIOR TO START OF WORK AT NO

CHECK THE OTHER CONSTRUCTION REQUIREMENTS IN MEETING THE

FOR GOOD SURFACE RUN-OFF DISCHARGE CONDITIONS AND ALSO

7. THE CONTRACTOR SHALL PERFORM TOPOGRAPHIC SURVEY TO VERIFY

59.467

CP1

37.970

CP2

REPAIR CG MANEUVER TRAIL ON SLFC

TO THE PROJECT CONTRACT.

TO ACCOMPLISH THE CIVIL SCOPE OF WORK AT NO ADDITIONAL COST

FORM ARE A PART OF THIS PROJECT. THE DETAILS WILL BE UTILIZED

OF THE CONSTRUCTION MANAGEMENT AGENCY, KOREA REGION OFFICE"

DRAWINGS, FOR O&MA PROJECTS, KOREA, OCTOBER 2014, DEPARTMENT

6. THE CIVIL STANDARD DRAWINGS SHOWN IN THE "STANDARD DETAIL

CHOE, S M.

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCHEDULE #1 (REPAIR/MAINTENANCE)

AND SCOPE OF WORK

INDEX PLAN, SPECIFIC NOTES

PROTECTION.

4. PROTECT CUT SLOPE WITH 70MM THK GREEN SLPOE

- 2

INDEX PLAN

EARTH.

SHOULDER BY REMOVING TREES, FILLING AND CUTTING

WIDE CEMENT MIXED GRAVEL ROAD W/ 1.2M W ROAD

1. REPAIR BY WIDENING EXST GRAVEL ROAD TO 7.3M

257878

C-2

SEEDING.

5. PROTECT ROAD EMBANKMENT SLOPE W/ HYDRAULIC

SCALE = 1 : 800

1:800

0 40M302010

65.11

67.28

67.60

67.05

66.51

64.78

62.40

59.13

57.30

55.22

53.50

54.29

58.37

57.21

53.64

50.19

49.50

47.18

47.16

48.36

48.82

50.77

48.56

45.85

45.02

47.07

51.30

49.67

50.68

45.06

42.18

42.08

41.66

46.65

51.49

43.59

41.58

39.15

32.41

32.60

33.00

31.21

29.98

29.55

29.60

30.00

29.81

30.07

30.54

30.87

30.77

30.98

38.31

38.23

39.55

40.79

48.26

49.49

60.80

60.47

60.32

59.43

60.26

60.23

61.96

63.21

63.61

61.35

60.91

62.90

68.14

67.06

66.00

63.71

63.83

60.78

59.08

56.99

56.34

53.95

53.73

53.61

53.12

54.50

54.87

52.51

51.70

51.00

48.06

46.84

46.98

50.70

51.70

49.87

50.18

53.48

53.72

48.41

63.06

59.24

59.31

59.08

58.90

58.36

58.02

57.29

56.67

56.16

55.67

52.67

53.39

54.42

55.22

55.54

51.22

50.08

49.27

47.35

46.13

45.23

43.96

42.81

42.96

43.03

43.16

43.19

42.83

43.07

43.90

43.74

43.65

44.12

44.64

41.76

41.24

40.76

39.76

39.26

38.60

37.81

37.61

37.16

36.60

36.06

35.68

35.01

34.88

34.05

33.49

32.66

31.91

31.32

30.67

30.15

29.62

29.18

29.07

29.28

29.11

28.88

28.53

28.47

28.44

28.40

28.36

28.24

28.58

28.51

28.48

28.45

28.63

28.92

29.14

29.37

29.48

29.39

29.76

30.32

30.86

31.46

32.00

32.73

33.30

33.43

33.93

34.49

34.74

35.51

35.92

36.68

37.51

37.92

38.65

39.13

39.74

40.51

41.72

42.63

43.90

45.52

46.90

48.22

49.77

51.26

52.51

53.57

54.94

55.99

56.67

57.31

57.85

58.38

58.79

58.95

59.17

59.04

59.09

59.17

59.20

59.15

58.92

58.94

58.96

58.66

58.43

58.30

58.46

58.89

58.96

59.10

57.57

56.78

56.07

55.3154.50

53.34

52.45

51.45

50.50

49.46

48.75

48.20

47.17

46.32

45.90

44.64

44.00

43.33

42.74

42.25

41.45

40.77

40.03

39.41

38.68

38.34

38.10

37.80

37.62

37.80

37.65

37.56

37.53

37.25

37.20

36.98 36.64

36.26

35.89

35.67

35.25

34.72

34.27

33.95

33.60

33.18

32.96

32.64

32.48

32.15

32.13

31.85

31.81

31.56

31.44

31.56

31.74

31.98

31.74

31.76

31.61

31.03

31.36

31.55

31.95

32.13

32.58

33.10

33.75

34.02

34.56

35.04

35.48

35.91

36.31

36.52

36.99

37.28

37.53

37.69

37.79

37.85

37.88

37.83

38.27

38.56

38.89

39.72

40.23

40.81

41.68

42.19

42.98

44.28

45.56

47.01

48.25

49.26

50.96

52.95

54.63 56.38

57.05

58.29

58.24

58.46

59.02

59.26

59.93

60.39

60.54

60.83

60.68

60.85

61.46

61.23

60.60

60.52

60.51

60.44

60.40

60.66

60.56

60.51

60.61

59.87

59.38

58.96

59.04

59.11

58.34

57.79

57.00

56.29

55.36

54.22

53.06

51.85

50.40

48.95

47.60

46.69

45.47

44.44

43.34

42.39

41.87

40.93

40.23

39.71

39.16

38.46

37.71

37.14

35.77

34.94

34.42

33.92

32.19

31..49

30.47

29.93

29.50

29.00

28.62

28.51

28.01

28.00

28.00

28.16

27.13

28.30

28.35

28.34

26.14

28.38

28.66

28.90

26.15

25.87

25.59

25.52

24.6124.74

24.77

24.92 24.83

24.54

25.60

25.63

25.67

25.49

25.66

25.62

26.22 26.36

25.82

25.57

25.57

25.45

25.35

25.42

26.85

27.14

27.36

25.93

26.37

26.60

26.67

27.05

27.26

27.40

27.40

27.20

27.02

27.02

27.01

27.32

27.34

27.59

29.35

29.67

30.61

31.33

32.24

33.24

33.84

34.43

34.98

35.73

35.23

34.35

34.51

36.54

37.10

37.71

37.29

37.41

38.22

39.05

39.7240.79

41.32

41.97

42.67

43.08

43.79

44.70

45.23

46.28

47.26

48.58

49.71

51.56

52.51

53.78

54.60

54.99

55.32 55.61

56.30

56.93

57.34

58.11

58.75

59.11

57.91

57.37

56.5556.14

55.24

54.15

53.49

51.82

50.98

50.01

48.72

47.85

46.74

45.88

45.48

44.83

44.06

44.06

44.74

43.56

42.56

41.99

41.19

41.56

40.72

41.08

40.70

39.93

39.11

38.60

38.29

38.06

37.79

37.62

37.47

37.46

37.51

37.20

37.0636.56

36.02

35.94

35.33

34.96

34.33

33.84

33.60

33.08

32.64

32.44

32.17

32.00

31.85

31.69

31.06

30.80

30.80

31.47

31.13

31.09

31.95

31.41

31.37

32.42

31.78

31.83

32.87

32.29

32.46

33.05

33.24

33.32

33.98

33.46

33.50

34.33

33.77

33.97

34.34

34.09

34.23

34.22

34.28

34.32

34.22

33.85

33.75

34.48

34.75

35.14

34.70

34.54

34.82

34.93

35.51

35.90

35.26

35.30

36.30

35.73

35.81

36.50

36.05

36.21

36.87

36.40

36.38

37.25

36.69

36.73

37.44

36.95

36.97

37.58

37.31

37.36

37.45

37.37

37.78

37.84

37.63

37.69

38.10

37.75

37.92

38.00

37.96

44.99

27.36

38.11

38.08

38.51

38.46

38.46

39.15

39.00

39.75

39.63

40.90

40.42

41.70

42.28

42.70

43.14

41.96

41.81

41.57

41.42

42.01

43.26

44.00

38.62

38.34

39.48

39.96

40.16

40.05

39.72

38.90

38.47

37.97

36.88

36.33

36.06

36.02

35.48

35.21

35.06

34.47

35.57

35.20

34.50

33.36

31.76

49.09

40.47

39.50

37.50

34.77

31.89

31.92

31.55

31.73

31.72

32.08

31.96

32.03

32.16

31.68

31.73

30.73

35.21 35.38

35.34

35.51

36.39

35.89

35.19

35.54

36.22

35.40

36.27

36.70

37.69

36.72

37.05

37.16

37.86

38.14

38.71

39.20

38.90

40.34

39.61

42.06

43.54

44.93

50.50

50.45

51.30

53.10

50.86

51.71

55.05

56.28

57.25

59.67

58.53

61.43

59.35

63.50

64.39

69.17

66.93

67.40

62.04

59.68

55.61

58.07

54.22

52.20

50.70

53.18

50.09

46.89

44.95

47.80 44.95

42.24

41.91

40.04

37.07

36.63

36.65

37.41

35.97

34.76

34.71

35.59

34.38

32.84

32.80

32.31

32.14

33.65

32.28

31.05

30.81

30.07

30.83

37.97

0.1

.2

0.10.6

.6

0.1

.2

0.10.6

.6

IN:26.37

OUT:25.93

59.467

CP1

37.97

59.47

37.970

CP2

0+560

0+580

C-3 C-4

C-5

C-6

C-7

OPEN DITCH AND 0.3M W STEEL GRATING DITCH.

2. UPGRADE DRAINAGE SYSTEM BY 0.5M W PC. CONC

3. THE POC FOR USER IS KIM, CHIN YONG(DSN:734-8507) AT CAMP WARRIOR BASE.

THE DETAIL QUANTITIES ARE VERIFIED BY CONTRACTOR'S OWN TOPOGRAPHIC SURVEY.

2. THE QUANTITY OF CONSTRUCTION IS PROVIDED FOR CONTRACTOR'S CONVENIENCE.

CONTRACTING OFFICER DURING THE SITE ORIENTATION.

SHALL BE DETERMINED, DESIGNATED AND COORDINATED WITH THE

1. THE CONTRACTOR'S HAUL ROUTE, STORAGE AND OPERATIONS AREA

* SPECIFIC NOTES:

CON'C WING WALL.

3. REPLACE THREE(3) BOX-CULVERT, CON'C APRON AND

6. REPLACE SIX(6) SIGN POST.

STORY LFC, KOREA

REPAIR CG MANEUVER TRAIL ON SLFC

CHOE, S M.

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

- 3

SITE LAYOUT PLAN - 1

SITE LAYOUT PLAN - 1

1:250

0 20M15105

SCALE = 1 : 250

C-3

257878

ROAD SHOULDER

1.2M WIDE

DITCH, APPROX. 267.0 LM

0.5M W PC CON'C OPEN

PC CON'C OPEN DITCH

BEG. 0.5M W

STA 0-000.00

APPROX. 16.0 LM

STA 0+ 029.00

W/ CON'C WING WALL AND HEAD WALL,

1.0X1.0M PC CON'C BOX-CULVERT FOR DB24 LOAD

37.80

37.62

37.80

37.65

37.56

37.53

37.25

37.20

36.98 36.64

36.26

35.89

35.67

35.25

34.72

34.27

33.95

33.60

33.18

32.96

32.64

32.48

32.15

32.13

31.85

31.81

31.74

31.98

31.74

31.76

31.61

31.03

31.36

31.55

31.95

32.13

32.58

33.10

33.75

34.02

34.56

35.04

35.48

35.91

36.31

36.52

36.99

37.28

37.53

37.69

37.79

37.85

37.88

37.79

37.62

37.47

37.46

37.51

37.20

37.06 36.56

36.02

35.94

35.33

34.96

34.33

33.84

33.60

33.08

32.64

32.44

32.17

32.00

31.85

31.06

30.80

30.80

31.47

31.13

31.09

31.95

31.41

31.37

32.42

31.78

31.83

32.87

32.29

32.46

33.05

33.24

33.32

33.98

33.46

33.50

34.33

33.77

33.97

34.34

34.09

34.23

34.22

34.28

34.32

34.22

33.85

33.75

34.48

34.75

35.14

34.70

34.54

34.82

34.93

35.51

35.90

35.26

35.30

36.30

35.73

35.81

36.50

36.05

36.21

36.87

36.40

36.38

37.25

36.69

36.73

37.44

36.95

36.97

37.58

37.31

37.36

37.45

37.37

37.78

37.84

37.63

37.69

38.10

39.96

40.16

40.05

39.72

38.90

38.47

37.97

36.88

36.33

36.06

36.02

35.48

35.21

35.06

34.47

35.57

35.20

34.50

33.36

31.76

40.47

39.50

37.50

34.77

31.89

31.92

31.55

31.73

31.72

32.08

31.96

32.03

32.16

31.68

31.73

35.21 35.38

35.34

35.51

36.39

35.89

35.19

35.54

36.22

35.40

36.27

36.70

36.72

37.9737.97

N

E 182,989.957 N 595,933.929

BEG ROAD

STA 0+000

PI #1

PT STA 0+129.658

PC STA 0+041.359

Lc= 88.299 T = 60.853 R = 50.00 = 101° 10' 59" E 183057.923 N 596,010.269

PI #2

L=102.211 N 41°-40'-44"E

L=202.101 N 37°-08'-17"W

APPROX. 10.0 SM

CON'C APRON,

PC CON'C OPEN DITCH

BEG. 0.5M W

STA 0-027.52

APPROX. 26.0 SM

THE EMBANKMENT SLOPE,

HYDRAULIC SEEDING ON

W/ 15% CEMENT MIXED

7.30M W GRAVEL PAVEMENT

LIMIT SIGN POST

DIRECTION AND SPEED

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE = 1 : 250

C-4

257878

SITE LAYOUT PLAN - 2

SITE LAYOUT PLAN - 2

40.03

39.41

38.68

38.34

38.10

37.83

38.27

38.56

38.89

39.72

40.23

39.11

38.60

38.29

38.06

37.92

38.00

37.96

38.11

38.08

38.51

38.46

38.46

39.15

39.00

39.75

39.63

40.90

40.42

41.70

41.96

41.81

41.57

38.62

38.34

39.48

37.69

N

APPROX. 16.0 LM

STA 0+ 143.00

W/ CON'C WING WALL AND HEAD WALL,

1.0X1.0M PC CON'C BOX-CULVERT FOR DB24 LOAD

APPROX. 8.0 SM

CON'C APRON,

W/ 15% CEMENT MIXED

7.30M W GRAVEL PAVEMENT

ROAD SHOULDER

1.2M WIDE

APPROX. 30.0 SM

THE EMBANKMENT SLOPE,

HYDRAULIC SEEDING ON

DITCH, APPROX. 87.0 LM

0.5M W PC CON'C OPEN

LIMIT SIGN POST

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE = 1 : 250

C-5

257878

DITCH, APPROX. 9.8 LM

0.3M W STEEL GRATING

SITE LAYOUT PLAN - 3

SITE LAYOUT PLAN - 3

65.11

60.80

60.47

60.32

59.43

60.26

60.23

61.96

63.21

63.61

67.06

66.00

63.71

63.83

60.78

59.08

56.99

56.34

53.95

53.73

53.61

53.12

54.50

54.87

52.51

51.70

51.00

48.06

46.84

46.98

50.70

51.70

49.87

50.18

53.48

53.72

48.41

63.06

59.24

59.15

58.92

58.94

58.96

58.66

58.43

58.30

58.46

58.89

58.96

59.10

57.57

56.78

56.07

55.31 54.50

53.34

52.45

51.45

50.50

49.46

48.75

48.20

47.17

46.32

45.90

44.64

44.00

43.33

42.74

42.25

41.45

40.77

40.81

41.68

42.19

42.98

44.28

45.56

47.01

48.25

49.26

50.96

52.95

54.63 56.38

57.05

58.29

58.24

58.46

59.02

59.26

59.93

60.39

60.54

60.51

60.61

59.87

59.38

58.96

59.04

59.11

57.91

57.37

56.55 56.14

55.24

54.15

53.49

51.82

50.98

50.01

48.72

47.85

46.74

45.88

45.48

44.83

44.06

44.06

44.74

43.56

42.56

41.99

41.19

41.56

40.72

41.08

40.70

39.93

44.99

42.28

42.70

43.14

41.42

42.01

43.26

44.00

49.09

37.05

37.16

37.86

38.14

38.71

39.20

38.90

40.34

39.61

42.06

43.54

44.93

50.50

50.45

51.30

53.10

50.86

51.71

55.05

56.28

57.25

59.67

58.53

61.43

59.35

63.50

N

PT STA 0+296.584

PC STA 0+226.723

Lc= 69.847 T = 44.169 R = 45.00 = 88° 55' 54" E 183,179.939 N 595,849.157

PI #3

L=202.101 N 37°-08'-17"W

L=73.586 N 53°-55'-50"E

APPROX. 270.0 SM

THE EMBANKMENT SLOPE,

HYDRAULIC SEEDING ON

ON THE CUT SLOPE,APPROX. 260.0 SM

70MM THK GREEN SLPOE PROTECTION

DITCH, APPROX. 9.8 LM

0.3M W STEEL GRATING

W/ 15% CEMENT MIXED

7.30M W GRAVEL PAVEMENT

ROAD SHOULDER

1.2M WIDE

DITCH, APPROX. 280.0 LM

0.5M W PC CON'C OPEN

LIMIT SIGN POST

DIRECTION AND SPEED

LIMIT SIGN POST

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE = 1 : 250

C-6

257878

SITE LAYOUT PLAN - 4

SITE LAYOUT PLAN - 4

67.28

67.60

67.05

66.51

64.78

62.40

59.13

57.30

55.22

53.50

54.29

58.37

57.21

53.64

50.19

49.50

47.18

47.16

48.36

45.85

45.02

48.26

49.49

61.35

60.91

62.90

68.14

59.31

59.08

58.90

58.36

58.02

57.29

56.67

56.16

55.67

52.67

53.39

54.42

55.22

55.54

51.22

50.08

49.27

47.35

46.13

45.23

43.96

42.81

42.96

43.03

43.16

43.19

42.83

43.07

43.90

43.74

43.65

44.12

44.64

41.76

41.24

40.76

41.72

42.63

43.90

45.52

46.90

48.22

49.77

51.26

52.51

53.57

54.94

55.99

56.67

57.31

57.85

58.38

58.79

58.95

59.17

59.04

59.09

59.17

59.20

60.83

60.68

60.85

61.46

61.23

60.60

60.52

60.51

60.44

60.40

60.66

60.56

58.34

57.79

57.00

56.29

55.36

54.22

53.06

51.85

50.40

48.95

47.60

46.69

45.47

44.44

43.34

42.39

41.87

40.93

41.32

41.97

42.67

43.08

43.79

44.70

45.23

46.28

47.26

48.58

49.71

51.56

52.51

53.78

54.60

54.99

55.32 55.61

56.30

56.93

57.34

58.11

58.75

59.11

69.17

66.93

67.40

62.04

59.68

55.61

58.07

54.22

52.20

50.70

53.18

50.09

46.89

44.95

47.80

0.1

.2

0.10.6

.6

59.47

N

PT STA 0+337.904

PC STA 0+313.985

Lc= 23.919 T = 12.167 R = 100.00 = 13° 42' 16" E 183,239.419 N 595,892.482

PI #4

L=121.014 N 67°-38'-05"E

DITCH, APPROX. 9.8 LM

0.3M W STEEL GRATING

ON THE CUT SLOPE,APPROX. 670.0 SM

DITCH, APPROX. 9.8 LM

0.3M W STEEL GRATING

APPROX. 280.0 SM

THE EMBANKMENT SLOPE,

HYDRAULIC SEEDING ON

DITCH, APPROX. 295.0 LM

0.5M W PC CON'C OPEN

ROAD SHOULDER

1.2M WIDE

W/ 15% CEMENT MIXED

7.30M W GRAVEL PAVEMENT

APPROX. 155.0 LM

REMOVE CON'C OPEN DITCH,

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

1:250

0 20M15105

SCALE = 1 : 250

257878

SITE LAYOUT PLAN - 5

SITE LAYOUT PLAN - 5

C-7

45.06

42.18

42.08

41.66

46.65

51.49

43.59

41.58

39.15

32.41

32.60

33.00

31.21

29.98

29.55

29.60

30.00

29.81

30.07

30.54

30.87

30.77

30.98

38.31

38.23

39.55

39.76

39.26

38.60

37.81

37.61

37.16

36.60

36.06

35.68

35.01

34.88

34.05

33.49

32.66

31.91

31.32

30.67

30.15

29.62

29.18

29.07

29.28

29.11

28.88

28.53

28.47

28.44 28.45

28.63

28.92

29.14

29.37

29.48

29.39

29.76

30.32

30.86

31.46

32.00

32.73

33.30

33.43

33.93

34.49

34.74

35.51

35.92

36.68

37.51

37.92

38.65

39.13

39.74

40.51

40.23

39.71

39.16

38.46

37.71

37.14

35.77

34.94

34.42

33.92

32.19

31..49

30.47

29.93

29.50

29.00

28.62

28.51

28.01 28.34

26.14

28.38

28.66

28.90

26.15

25.87

25.59

25.52

24.6124.74

24.77

24.92 24.83

24.54

25.66

25.62

26.22 26.36

25.82

25.57

25.57

25.45

25.35

25.42

26.85

27.14

27.36

25.93

26.37

26.60

26.67

27.05

27.26

27.40

27.40

27.20

27.01

27.32

27.34

27.59

29.35

29.67

30.61

31.33

32.24

33.24

33.84

34.43

34.98

35.73

35.23

34.35

34.51

36.54

37.10

37.71

37.29

37.41

38.22

27.36

35.97

34.76

34.71

35.59

34.38

32.84

32.80

32.31

32.14

33.65

32.28

31.05

30.81

30.07

30.83

0+560

0+580

N

PT STA 0+455.563

PC STA 0+438.195

Lc= 17.368 T = 8.706 R = 100.00 = 09° 57' 05" E 183,351.330 N 595,938.529

PI #5

PT STA 0+455.563

PC STA 0+438.195

Lc= 17.368 T = 8.706 R = 100.00 = 09° 57' 05" E 183,351.330 N 595,938.529

PI #5

E 183,458.242 N 596,002.902

END ROAD

STA 0+580.00

PI #7

L=121.014 N 67°-38'-05"E

L=49.656 N 24°-08'-52"E

APPROX. 16.0 LM

STA 0+ 564.00

W/ CON'C WING WALL AND HEAD WALL,

1.5X1.5M PC CON'C BOX-CULVERT FOR DB24 LOAD

APPROX. 20.0 SM

CON'C APRON,

W/ 15% CEMENT MIXED

7.30M W GRAVEL PAVEMENT

DITCH, APPROX. 9.8 LM

0.3M W STEEL GRATING

DITCH, APPROX. 273.0 LM

0.5M W PC CON'C OPEN

ROAD SHOULDER

1.2M WIDE

APPROX. 300.0 SM

THE EMBANKMENT SLOPE,

HYDRAULIC SEEDING ON

APPROX. 260.0 SM

THE EMBANKMENT SLOPE,

HYDRAULIC SEEDING ON

ON THE CUT SLOPE,APPROX. 40.0 SM

APPROX. 25.0 LM

REMOVE CON'C OPEN DITCH,

APPROX. 73.0 LM

REMOVE CON'C OPEN DITCH,

LIMIT SIGN POST

DIRECTION AND SPEED

LIMIT SIGN POST

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

GRAPHIC SCALE

PROFILE - 1

PROFILE - 1

SCALE = HORIZ 1: 250

VERT 1: 125

5 10M

SCALE: 1:250

SCALE: 1:125

2.5 5M

257878

S T

A F I

E L

S=+6.38%

S=+2.25%

W I

T H

X I

S T I

G

A D

P R

O V I

D

S M

O O

C

N N

E C

T I

O N

E L

S T

A

B

A D

20.00

E L

P V

A

E L

P

A

E L

P

A

Mo=-0.1

E L

E V

A T I

T E

R S

C-8

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY1

GRAPHIC SCALE

SCALE = HORIZ 1: 250

VERT 1: 125

5 10M

SCALE: 1:250

SCALE: 1:125

2.5 5M

257878

PROFILE - 2

PROFILE - 2

S

T A

E L

E V

A T I

T E

R S

F I

S=+14 .42%

40.00

10.00

E L

P

A

E L

P

A

E L

P

A

Mo=-0.1

E L

P

A

E L

P

A

E L

P

A

Mo=-0.1

C-9

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY1

GRAPHIC SCALE

SCALE = HORIZ 1: 250

VERT 1: 125

5 10M

SCALE: 1:250

SCALE: 1:125

2.5 5M

257878

PROFILE - 3

PROFILE - 3

S

T A

E L

E V

A T I

T E

R S

F I

S=0.00% S=-5.00%

S=-14.00%

10.00 10.00 10.00

E L

P

E L

P

A

E L

P

A

Mo=-0.1

E L

P

E L

P

A

E L

P

A

Mo=-0.1

E L

P

E L

P

A

E L

P

A

Mo=-0.1

C-10

AS SHOWN

STORY LFC, KOREA

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY1

GRAPHIC SCALE

SCALE = HORIZ 1: 250

VERT 1: 125

5 10M

SCALE: 1:250

SCALE: 1:125

2.5 5M

257878

S

T A

E L

E V

A T I

T E

R S

F I

S=-10.25%

S=-6.25%

W I

X I

S T I

A D

P R

O V I

O O

N N

E C

T I

O N

E L

S T

A

A D

20.00

20.00

E L

P

A

E L

P

A

E L

P

A

Mo=-0.1

Mo=-0.1

E L

P

A

E L

P

A

E L

P

A

C-11

REPAIR CG MANEUVER TRAIL ON SLFC

PROFILE - 4

PROFILE - 4

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

SECTIONS - 1

SECTIONS - 1

STORY LFC, KOREA

SECTION STA 0+040

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+060

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+080

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+100

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+000

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+020

SCALE = HORIZ 1:250

VERT 1:100

257878

VERT 1 : 100

SCALE = HORIZ 1 : 250

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

C-12

REPAIR CG MANEUVER TRAIL ON SLFC

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

STORY LFC, KOREA

SECTION STA 0+120

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+140

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+160

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+180

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+200

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+220

SCALE = HORIZ 1:250

VERT 1:100

SECTIONS - 2

SECTIONS - 2

257878

VERT 1 : 100

SCALE = HORIZ 1 : 250

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

C-13

REPAIR CG MANEUVER TRAIL ON SLFC

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

STORY LFC, KOREA

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

257878

VERT 1 : 100

SCALE = HORIZ 1 : 250

13 14 15

16 17 18

SECTION STA 0+240 SECTION STA 0+260 SECTION STA 0+280

SECTION STA 0+300 SECTION STA 0+320 SECTION STA 0+340

SECTIONS - 3

SECTIONS - 3

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

C-14

REPAIR CG MANEUVER TRAIL ON SLFC

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

ON SLOPE

HYDRAULIC SEEDING

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

STORY LFC, KOREA

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

257878

VERT 1 : 100

SCALE = HORIZ 1 : 250

19 20 21

22 23

SECTION STA 0+360 SECTION STA 0+380 SECTION STA 0+400

SECTION STA 0+420

SECTIONS - 4

SECTIONS - 4

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+440 SECTION STA 0+460

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDERROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

C-15

REPAIR CG MANEUVER TRAIL ON SLFC

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING ON SLOPE

HYDRAULIC SEEDINGON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDINGON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

E L

E V

A T I

T E

R S

STORY LFC, KOREA

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

SCALE = HORIZ 1:250

VERT 1:100

257878

VERT 1 : 100

SCALE = HORIZ 1 : 250

SCALE = HORIZ 1:250

VERT 1:100

SECTION STA 0+560 SECTION STA 0+580

25 26 27

28 29 30

SECTION STA 0+480 SECTION STA 0+500 SECTION STA 0+520

SECTION STA 0+540

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

ROAD>

7.30

1.20

0.90

1.20

0.90

ROAD

GRAVEL

150MM THK ROAD SHOULDER

SECTIONS - 5

SECTIONS - 5

C-16

REPAIR CG MANEUVER TRAIL ON SLFC

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PC DITCH

0.5M W EXST

CEMENT MIXED(300KG/CM)

PAVEMENT W/ 15%

300MM THK GRAVEL

PROTECTION.

70MM THK GREEN SLPOE

PROTECTION.

70MM THK GREEN SLPOE

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

ON SLOPE

HYDRAULIC SEEDING

kg kg

L

L

2.82

0.5 0.7

15.4

0.5

#10, 58X58

M

M

1.3

0.23

1.3

SCALE : NONE

DETAIL "A"

2 SCALE : NONE 3 SCALE : NONE

CIVIL

CHOE, S M.

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

SCALE = 1 : 100

7cm

SECTION

DETAIL "A" PLAN

GREEN SLOPE PROTECTION

,0

,0

,0

,0

,0

,0

1500 1500 ï»¿ì² ì„ (P.V.C (P.V.C코팅맕, #1 착지핀 (D16, ï»¿ê³ ì •í•€ (D16, (P.V.C코팅-#10

(D16,L=350mm) ï»¿ì² ì„ #8 (P

(D16, L=250mm) ( 재 2 (m ï»¿ì² ï»¿ ê¸ ï»¿ ì– ï»¿ ì• ï»¿ ë‹ ï»¿#8, (P.V.C

D16, L=350

D16, L=250 ( ì • ìš

�»¿???? 10cm????

GREEN SLOPE PROTECTION DETAIL

STORY LFC, KOREA

257878

REPAIR CG MANEUVER TRAIL ON SLFC

C-17

AS SHOWN

A

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

STORY LFC, KOREA

- SCALE = NONE

TYPICAL ROAD SECTION DETAIL

257878

0.5M W

PC DITCH

HYDRAULIC SEEDING

CL

EXST

GROUND

S=2.00% S=2.00%

1 365036501200 1200

900900

1.2

GREEN SLOPE

PROTECTION

ROAD SHOULDER

300MM THK GRAVEL

CEMENT MIXED

ROAD

SHOULDER

ROAD

SHOULDER

SWALE

EARTH

CONCRETE WING WALL

VERT BARS

D13 @ 200 OC

HORIZ BAR

D13@ 200 OC

OC, EW

D13 @ 200

P L A N

S E C T I O N

WING WALL

PC BOX-CULVERT

2B

2A

2B

- SCALE = NONE

150MM THK COMPACTED

SWALE

EARTH

SEE PLAN 150SEE PLAN

APRON

PC BOX-CULVERT

GL

BOX-CULERT WING WALL AND APRON

MISC. DETAILS - 1

W/ SOIL

PAVEMENT W/ 10%

0.5M W

PC DITCH

GROUND MOUNTED POST

SIDEWALK MOUNTED POST

WELDED TO POST

D10 STEEL BAR

N

POST

GALV IRON PIPE

50 0 SCHEDULE 40

POST

GALV IRON PIPE

50 0 SHEDULE 40

21 MPa)

(CAST-IN-PLACE

CONC FOOTING

21 MPa)

(CAST-IN-PLACE

CONC FOOTING

WELDED TO POST

D10 STEEL BAR

3B

SIGN

3A

/ SHOULDER

WIDTH OF

(MIN)

3C (R7-8)

SIGN #1

BACKGROUND - WHITE (RETROREFLECTIVE)

LETTERING, ARROW & BORDER - GREEN (RETROREFLECTIVE)

LEGEND:

SPEED

LIMIT

MPH

3D (W1-2R)

SIGN #2

3E

(W1-2L)

SIGN #3

BACKGROUND - YELLOW (RETROREFLECTIVE)

ARROW & BORDER - BLACK

LEGEND: SIGN #2 & #3

DIMENSIONS ARE IN MILLIMETERS.

UNLESS OTHERWISE NOTED,

NOTE:

SIGN POST DETAIL

- SCALE = NONE

(CEMENT 300KG PER 1.0 CM)

REPAIR CG MANEUVER TRAIL ON SLFC

C-18

B C D

E F G H

SYMBOL BY

DESIGNED BY

ENERGY MANAGER

SUBMITTED BY

USING AGENCY

APPROVED BY

PROJECT NO. DRAWING NO. REF NO.

SCALE :

ZONE DATE APVD.

UTILITIES

SHEET OF

REVIEWED BY

DESCRIPTION

BLDGS & GROUNDS

CHIEF, ENGR'G DIV

FORCE PROTECTION

CHK'D

REVISIONS

IMCOM

FIRE & EMERGENCY SVC

SAFETY

ENVIRONMENT

UNIT #15707, APO AP 96258-5707

ENGINEERING DIVISON, DPW, USAG-RED CLOUD

HEADQUARTERS, UNITED STATES ARMY GARRISON, RED CLOUD

US ARMY INSTALLATION MANAGEMENT COMMAND

DEPARTMENT OF THE ARMY

CHOE, S M.

CIVIL

AS SHOWN

PITCH OF

CROSS BAR

BEARING BAR

PIT

CH O

F

BEARIN

G B

AR

10 SQ CROSS BAR

TWISTED

TYP

NOTES:

1. STEEL GRATINGS FOR CONCRETE DITCHES SHALL

COMPLY WITH SPECS. MINIMUM TRAFFIC LOAD FOR

STEEL GRATINGS ON CONCRETE DITCHES SHALL BE

WHEEL LOAD = 79 KN(8.0 TONS).

2. DIMENSIONS ARE IN MILLIMETER UNLESS OTHERWISE NOTED.

1B

STEEL GRATINGS

CONC DITCH W/ STEEL GRATINGS

NOT TO SCALE

D13 @ 300mm OC EW

D13 @ 300mm OC EW

COMPACTED NFSM

FNSH GRADE

SUPPORT

SEE TABLE

1A

SECTION

STEEL GRATING SCHEDULE

H B C ANGLE BARTRENCH WIDTH

V A

R

150 150

H

GRATIN

G LE

NGTH

GRATING WIDTH

H

B

C

65 3510 L65x65x6300 (VEHICLE)

MISC. DETAILS - 2

STORY LFC, KOREA

257878

FOR 25-TON DESIGN TRUCK LOAD:

REPAIR CG MANEUVER TRAIL ON SLFC

C-19

D19x300 ANCHOR

@450 O.C

WELD TO ANGLE

100x100x10

EDGE PROTECTION DETAIL

GALVANIZED STEEL ANGLE

1C

1C

SEE

300 300 300